HomeMy WebLinkAboutProduct Approval r Florida Building Code Online Pagel of 2
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Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application Lis>Application Detail
0 *ems
FL#
Application Type Revision
Code Version 2017
Application Status Ped
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer National Approved Shutter Association LLC
Address/Phone/Email 8717 NW 117 Street
Suite i
Miami Garden,FL-33018
(786)621-6706
paloucks@gmall.com
Authorized Signature Peter Loucks
paloucks@gmall.com.
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Emall
t
Category Shutters FILE COP
Subcategory Accordion
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By ]esus Gonzalez,P.E.
, Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) standaw Year
ASTM E1886 2002
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16893 R3 Etc uiv ASTM E1996-03 Equivalenry Letter to ASTM E996
Q5-adf
h#tp.//www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 1/10/2018
Florida Building Code Online Page z-of
Product Approval Method Method 1 Option A
Date Submitted 01/05/2018
Date Validated 01/0812018
Date Pending FBG Approval
Date Approved 01/08/2018
Summary of Products
FL# model,Number or Name Description
16893.1 SUPERNOVA ACCORDION SHUTTER ALUMINUM EXTRUDED ALUMINUM ACCORDION SHUTTER
Limits of Use CCDM on Agency Certificate
Approved for use In HVHZ-Yes 'EL16893R3'C CAC NAMI CERTIFICATE N1013919 0171�)
Approved for use outside HVHZ:Yes �fm 5wn WOW
Impact Resistant:Yes 12/31/2018
Design Pressure:.+160/-160 Installation Instructions
Other.PRODUCT TO BE MANUFACTURED,DESIGNED,AND FL16893 R3 11 QWG 17-666.1)d
INSTALLED PER DRAWING SPECIFICATIONS 17-666 Verified By:National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
1 Created by Independent Third Party:
Backi FW-R
Contact Us,:2601 filair Stone Road,Tallahassee FL 32322 Phone: 1924
The State of Florida Is an AA/EEO employer.CDOAght 2007-2013 State of Florida.::Privacy Statement::ACCOSSIbliltV Statement:.-Refund Statement
Under Florida law,email addresses are public records.if you do not want your L-mall address released In response to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by Phone or by traditional mall.if you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address If
they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
Supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please dick hem_
Product Approval Accepts:
Credit Card
Safe
isms=
hup://www.floridabuilding.org/pr/pr_app_fitl-aSPX?Param=WGEVXQwtl)qtrnmTSTNdVP... 1/10/2018
A550CIATION:
RN0V N. A . S . ANATIONAL APPROVED SHUTTER
CCURDION 5HUTTER ASSOCIATION LLC.
EXTRUVjttlO��
LARGE Ml' 8717 NW 117 ST.STE I
HIALEAH GARDENS,FL 33018
Tel.i(786)G21-6706
-r7O5
GENERAL NOTES: FLORIDA BUILDING CODE 2017-HVHZ-Gth EDITION WkW.WSASHLmER,COM
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER,DESIGNED,CONSTRUCTED AND PRODUCT:
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED 5UPERNOVA
PRESSURES,AND LIMITATION5 STATED IN THIS APPROVAL EXTRUDED ALUMINUM
ACCORDION SHUTTER
LARGE 4 SMALL
2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED
HURRICANE ZONE(hVttZ)OF THE 2017 FLORIDA BUILDING CODE-GTH EDITION,
S.POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY V15IDLE LOCATION STATING
THE FOLLOWING; ENGINEERING:
'NA5.A-HIALEAH GARDENS-FLORIDA ENGCO INC. CAGIIC
5UPEPNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER TABLE OF CONTENT5: 5595 ORANGE DR.201
DAME. FL. 8S314
MIAMI-DAVE COUNTY PRODUCT CONTROL APPROVEtr Tel.:(954)585.0304
4-LOADS.DESIGNED LOAD CALCULATED BASED ON THE A57-10 AND PROVIDED BY A SHEET DESCRIPTION ENGCO@AOL.COASCE
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT,THE CALCULATED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS
PRESSURE MUST NOT EXCEED THE ALLOWABLE PFX55URE3 FOR EACH SHUTTER COMPONENT TO BE DE
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1.1 A AND GLASS
SEPARATION TABLE 2 t N 80
5-MATERIAL ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE Of GOGS-TG OR AS NOTED.
3 TYPICAL SECTIONS,A.5 1,52,B3,54 WITH ANCHORAGE TABLES No.52609
G-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SMALL BE AS SPECIFIED IN THE CURRENT SET Or ---
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL 4 TYPICAL SECTIONS 0 4 C WITH ANCHORAGE TABLES
OF
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D.E t GHWITH ANCHORAGE TABLES R%
TO VERIFY THE FOLLOWING.
WHERE THE SHUTTER 15 TO BE ATTACHED IN5UKtNG PROPER TYPICAL.swrioN5 F,G*I WITH ANCHORAGE TABLES
7.1-THE STABILITY OF THE STRUCTURE AL
ANCHORAGE.
7.2-THE 51TE SPECIFIC PROJECT CRITERIA.SUCH As BUT NOT LIMITED TO,WIND LOADS.LOCAL CODE! 7 JAMS AND CORNER SECTIONS'j,
REQUIREMENTS.DE51GNED PRESSURES ETC,
7.3-THAT THIS APPROVAL 15 ADEQUATE To THE SPECIFIC PROJECT. a LOCK MALE 4 FEMALE SECIIONS ILI Eno—,5-1
Pedro Do Fig,mredo-PE 52609
8-33 1/3%INCREASE IN ALLOWABLE LOAD5 HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS W,
FOR TH15 PRODUCT APPROVAL HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE MIAMI DAVE APPROVAL.-
FOR WIND LOAD HAVE BEEN USED. 10 STANDARD I=SECTIONS IN*
I BILL OF MATERIALS,ANCHOR SCHEDULE t.MADE A55EMEILY.
USER 11,15TRUCTIONEIt 12 COMPONENTS
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSUR15 AS PER ITEM 4 OF GENERAL NOTES. 13 515CTION'r DETAILS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A.
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DATE: 1012GI2017
5CALE-NA
DE51GN BY.FFMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS,3,4.5 4.G.SECTIONS ARE INTERCHANGEABLE.
5.THE LOWEST PRESSURE FROM M5 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN SHEET DRAWING#-
FFX55URJ!FROM GENERAL NOTES 4 1 Of 13 17-GGG
A55OCIATION:
N . A . S . A
�TABLE TABLE IA INreRIOR/EXIERJOR 6B NATIONAL APPROVED5HUTTER
MAXIMU I BLADE MAXIMUM ALLOWABLE #1 a k 113 BLADES 1 ( A550CIATION L.L.C..
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRE55URE !00•
8717 NW 117 ST,5TE I
5LADE_5PAN PRP55URE(P5P) BLADE SPAN M55UM(PSF) f ALUMINUM BLADES HIALEAH GARDENS,FL 33018
INCHES NEG INCHES 1 SJ Tel.:(78G)621-6706
60 IGO I 60 160 Pax:(786)621-6708
66 158 158 66 158 158 NTGRIORlEXTERO WWW.NABA5HU7TER.COM
72 144 144 72 144 1-44
78 133 133 78 133 133PRODUCT.
84 124 124 84 124 124 INfERIORl EXTEROR 61
90 I16 I16 90 LIG 116 1 1 1 COMBINATION SUPERNOVA
96 108 108 96 108 108 100' ALUMINUM/LEXAN BLADES EXTRUDPD'AWMINUM
ACCORDION SHUTTER
104 100 100 104 100 100 OMM CAN BE ARRANGED 1N MAW
108 93 93 108 93 93 w/mNAnaN5 As iMOURED LARGE .SMALL
114 83 83 4 8 83 IB 1B
IMPACTED RATED
120 75 75 120 75 75 INMRIOR/EXTERIOR
126 68 68 126 68 68
132 62 62 132 61 61 ENGINEERING:
136 53 53 ENGCO INC. caellc
44.. 148 1 52 144 45 47 INTERIOR!EXTFRIOR
150 41 48 150 38 425595 ORANGE DR.201
162 90 40 162 28 33 SH� 1B-� DAVIE, PL. 33314
Tel.,(954)585-0304
NOTES, a ALL LEXAN BLADES ENGCO@AOL.COM
1a RE-ACCORDION SHUTTER BLADE SPAN ONCHEB)POR ALL CONDRION9
PRMSU .DESIGN WIND LOAD M1 B 1 B
S-LVO+aB is AcarrABIL roRDesaa wLID AND D BIADe SPAN Lum
TAB TED ew
INTERIOR/DTERIOR
usetzl
rABlElAwnoNeoRwRsnve155wne1susLD , { EryB/F•s/�
5-&ADE RMRSD)IRSTAUADON 15 ALLOWm FORALLMOUNTED DDI
CONON$
Q �Oi
TABLE 2 f No.52609
TYPICAL�FLE�VATIO TYPICAL GR055 SECTION MINIMUM SHUTTER SEPARATION FROM GLAZING *j
'a
a0 TATE OF �t4
TOP TRAC GLAZING SEPARATION (INCHES) y �ip 10 L 0V'
BLADE TYPE BLADE SPAN 'SNA.xoo,A�,r`
1 <= o' <=104° <-I 2'
Y ALUMINUM 2' 2 314' 3.125' 10'�
' M A rasa ALL ELEVATIONS Engmee*seal
mIa Prdro De fig—edo-PE 52609
Na N
LEXAN 3° 3' 3'
C3 a. M N ' <=30'ELEVATION MIAMI DADE APPROVAL:
2 1/81 31 31
Dd >30'ELEVATION
ik. N
41 _ RED rRON
F~- GTAZWG SURFACE TO THE INNER MO5s l7LADE OR LOCK SURFACE.
2-GA59SEPARATION IS APPLICADIE FM THE HVIR(BWWARD AND
+ IAADE COUNDES).
y 9.111171 BLED M"BOM T"ES OP 5 ADL4 THE
f WtGST GUI%9EP
Jl-- DATE: 1012G/2017
L-J&8.131,82,83.84 BOTTOM TRACK SCALE:NA
C D E F G I.GH DE51GN BY:PPMF
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING A1:
2 OF 13 17-666
TYPICAL 5ECTION5 A.131, 52,53,54 ASSOCIATION.
AND ANCHOR 5CHEDULE A . A
SECTION A 1/4-14X1' GR5 SDS OR 410X3/4' TEKS .
1!4-ED HHHS WJNUT a AT 12' OC NATIONALAPPROVEpSHUTTER
BUILT C4#ANGLE SPACED AT AT 1 12•DC
HEADER
OK 51LL ASSOCIATION L.L.C.
ii r= 1/-016PTIM4AL
2,2A cxx SECTION 54 6717 NW 117 5T=STE I
Sr 6 ADJUSTABLE TRACK HIALEAH GARDENS,FL 33018
w EMH£A ON REVME ANGU= Tel.:(186)621-6706
SILL ONLY Faze(786)621-6708
WWW.NA5A5HUTTER.COM
r ANCHORS DESIGNED
rym La
AN
DESIGNED r 6A 30 AS PER SECTION B4 PRODUCT:
�=aa ON TABLE BELOW
v " ON TABLEEBELOW A $q 5UPERNOVA
Zd 1/1B
v� 1/4-14X1' GR5 SDS OR COPDION SHUALUMINUM
" 1/4-20X3/4' PHMS W/NUT LARGE4SMALL
SPACED AT 5'OC V�;IEMBED-� IMPACTED RATED
SECTION B I1/1B 'A'TRACK ON
REVERSE ANGLE51110NEY —f ENGINEERING:
Z ENGCrJ INC. �nl
j` ANCHORS DESIGNED a !/i$ 8595 ORANGE OR-201
AS PER SECTION Bl `" SECTION 83 DAVIE. FL. $3314
BN TABLE BELOW a 1#IOX3/4' TEKS ADJUSTABLE ON
4 11 t' Td.:{954)SBS-0304
y� aJ AT 12' OC STD ANGLE ENGCO@AOL.COM
51LL ONLY
2/4-101' GR5 SDS QR ` rza goo,*. DE fl y4
1/4-20X1/2' HRMS W/NUT �. w 6 Ly ANCHORS DESIGNED 3 4 '(/
SPACED AT 22'DC 1 EMBED. F {' 5� AS PER SECTION B3 v ti�CElys� / y
ON TABLE BELOW
y W A No.52609r *1
L 5A ,, BCfATEi OF W Fr
10 is EMBER ���
�+ ANCHORS DESIGNED '�1 A
1ffB r; AS PER SECTION B2 1/4-14X1' GR5 SDS DRyQ L
16 ON TABLE BELOW
Ix �^. ii-OPTWIVIL. 4 1/4-20X3/4' PHMS WlNUT
F tqm ca SPACED AT 5'QC S+'I
W MAX. BLADE SPAN IN INCHES-\ Po Iro Da fig rcdSeal
PE 52609
d 11 EMBED. SEE SHEET 11 ANCHOR
FOR ANCHORLE DONTYPE MAXIMUM ANCHORAGE PRE55URE(PSP)
BASED ON SPACING IN INCHES ON CENTER MIAMI DADS APPROVAL:
1/4-14X1' GR5 SAS OR 5ECTION 52 ANCHORAGE SPACLNG 162 132 108 84 60
1/4-20X1/E' HHMS W/NUT +` 'A'TRACK ON 1 E
El E Ell E
SPACED A7 12'OC STRANGLE 14 40 31 62 38 93 46 124 60 160 84
SILL ONLY SECTIONS 12 4D 36 62 44 9 160 7D 160 9
1187= 8 4 0 62 62 93 HS 124 105 160 146
MAX. BLADE SPAN IN INCHES 83,84 6 40 40 62 62 93 93 1 124 160 60
SEE ANCHOR SCHEDULE ON
4 40 40 62 62 93 93 124 124 160 160
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5P) BASED ON 5PACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 1 10884 50 DATE: 1 012 6/2 017
5CALE? NA
A Al B Hl C D A Al B Bd C D A Al B BI C D A AI H 1 C A Al $ Bl C D DESIGN 8Ye PPMF
SECTIONS 14 40 -- O 40 4 4 -- 2 4 4 Q 3 0 92 6Q 116 i 77 ie 7 L60 40 160 08 160 107
12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 3 1 4 90 124 89 160 47 60 126 160 25
ABT,B2 40 26 40 40 4 2 32 2 6 2 9 39 93 93 93 3 24 5 124 124 124 124 60 7I 160 160 160 160
B31 84 3 0 0 6 4 6 6 93 52 49 9 9 3 124 6 12d 4 4 1 4 16 60 16 I60 SHEET DRAWING 9:
4 40 4D 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 i24 i24 124 160 142 160 160 160 160 3 OP15 17-666
ASSOCIATION.
TYPICAL 5ECTIONS B AND C q
AND ANCHOR 5CHEDLILE N . A . S . A
NATIONAL APPROVED SHUTTER
ASSOCIATION L.L.C.
ItAN 8717 NW 1 17 5T,STE 1
CHORS DESIGNED HIALEAH GARDENS,FL 3301PER SECTION CTABLE BELOW Tel.:(78G)G21-6706
Fax:(7136)621-6708
3,3A WWW.NASA5HUTTEF,.COM
a "1PRODUCT:
" 1/LB SUPERNOVA
EXTRIJm ACCORDDION SH LUT ERc� LARGE<.5MALL
OPTIONAL IMPACTED RATED
ANCHORS DESIGNED �
4 } AS PER SECTION B 1/13
2,2A 11 I' a ON TABLE BELOW _ IL SECTION C
`r A� y
L7 UNi ENGINEERING:
SECTION B vQ ~ HEAOEROR5ILL ENGCO INC. GEIIC
BUILT-OUT ON ¢ 1/113 _ 5595 ORANGE DR.201
REVERSE ANGLE ii EMBED. DAVIE5 ) x303 4
HEADER OR SILL *^••^•+� Tel.:(954) OLCOM 4
` ENGCO®AOLCOM
DE�Faa
1/4-14X1' GR5 SDS OR 3,3A ' ®q 'tTO��C 8/�/�pa4=
1/4-20X1/2' HRMS W/NUT °� t `
SPACED AT 12'OC •Q16
a No.52609 �
ANCHORS DESIGNED * * *}T
AS PER SECTION C fl'o 9 TE OF
a
ON TABLE BELOW
.0.� F�OR1�lG`���
AL �a
MAX. BLADE SPAN IN INCHES �xsxna'
SEE ANCHOR SCHEDULE ON CC
SHEET it FOR ANCHOR TYPE M A X I M U M ANCHORAGE P R E 5 5 U R E (P ) B A 5 E D O N I N G I N I N C H E S ON CENTER 1�F� ttl
ANCHORAGE SPACING62 32 OB 60 Eng nc 5-1
A Al B B1 C II =A• Al B Bl C D Al BI L; D B BI C D A Al B B1 C D Pedro De Piguuredo-PE 52609
40 -- 40 40 40 40 ..62 18 49 2 49
W!506-
1 2 86 60 81 6 110 77 104 7 14 40 15 108 146 107
S ONS 40 -- 40 40 40 40 62 21 62 57 62 57 26 93 70 87 70 3 119 90 112 89 156 47 160 126 157 125 MIAMI DADe APPROVAL=
B 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 87 93 86 124 24 111 124 111 160 71 160 156 160 155
4() 35 0 0 40 40 6 43 6 62 62 6 93 93 3 93 93 24 1 4 1 4 124 160 94 60 160 0 60
4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124 160 l37 160 160 160 160
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P5F)
A
SHEET FOR ANCHOR TYPE BA5E0 ON 5PACING IN INCHES ON CENTER
ANCHORAGE SPACING 62 132 1 108 84 1 60 DATE: 10/2612017
EE Q E E E El E El SCALE:NA
14 40 31 62 38 87 46 112 60 157 84 DESIGN BY:PPNIF
SECTIONS 2 40 6__§I2 44 93 54 121 70 160 98
B&C 8 40 40 62 62 93 77 124 99 160 138
6 40 40 62 62 93 88 24 113 60 158
4 40 40 62 62 93 84 124 108 160 151 SHEET DRAWING N: f
4 OF 13 17-666 1
• AS500AnON:
ANCHORS DESIGNED TYPICAL 5ECTION5.D, E 4 GH ANCHORS DESIGNED N . A . S . A
AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION GH
DN TABLE BELOW —� ON TABLE BELOW NATIONAL APPROVED SHUTTER
A550CIATION LLC.
EDGEEGEEDGEW (ED) EDGE
�'
DISTANCE
W DISTANCE 8717 NW 1 17 5T,STE I
EC• HIALEAH GARDENS,FL 33018
'EDr fiA � Tel.:(786)621-6706
s, ^r• Vi LEG Fax:(78G)621-6708
2,2A TRIMNED a WWW.NA9ASKUTTER.COM
m 1
s #10X3/4' TE KS vi LEG PRODUCT:
SECTION D AT 12' oc r-TRIMMEn
= T IN9tTMOUNT W! CED) EDGE SUPERNOVA ,
a 1 TRACK 2 OR 2A DISTANCE 2 ElmoeD ALUMINUM
W= HEADER ORSILL r d ACCORDION SHUTTER
LAARGE 44 SMALL
~ <a 51E TION E W
I 1/1H ANGLE INSET MOUt,T w Cm IMPAGIED RATED
_I HEADER OR SILL = 1/4-14X 3/4' TEKS
11 I ��' °^f' s• a SPACED AT 12'13C ENGINEERING:
W
' ga SECTION GH ENGCO INC. ells
y w n ADJUSTABLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED HEADER/SILL DAVIE, PL. 33314
M AS PER SECTION E Tel..;954)585-0304
ON TABLE BELOW ENGCO®AOLCOM
m 3,3A 1/4-14X1' GR5 SDS OR d�r ��..yw
SPACEDXAT212'13C W/NUT �pOs, DE F/��
_ X71' ,\DENBZ },
5 w
11 f It f No.52609
.I" w�¢ 1/1B -0
A p
Oo vol,
'40
Nal ''
MAX. BLADE SPAN IN INCHES munrNd
SEE ANCHOR SCHEDULE ON �-L&
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5 F) 5 A 5 E D ON SPACING IN INCHES ON CENTER
Engineer Seal
ANCHORAGE SPACING 1 132108 1 84 1 60 1 162 132 108 841 601 Pedro De Mgum cdo-PE 52609
A B ID I A III IC III I A I B IC 10 1 A 111 IC ID I A III C D s E E E E I E
2 27 33 -- 20- 34 0 ZD 24 4 5 25 31 0 7 43 16 28 34 41 53 74 MIAMI DADSAPPROVAL:
12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 81 97 48 57 1 37 .45 55 71 99
TLION 8 40 40 26 2 55 62 32 39 67 SO 40 46 86 1103 151 61 1211145 71 86 8 D 62 83 106 149
0 35 43 90 53 4 5 1 6 160 160 9 15 6 40 62 93 124 160.
4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4' 40 62 93 124 160'
li
--122 1- eE Ieb -- -- I 2> I 32 IrU -- I 35 41 6 24 1 49 IaD lzu 34 1 22 27 33 43 60
9 22 26 - 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 9 7 33 41 52 73
SECTION E 8 25 30 - 31 36 22 21 38 44 27 26 49 57 35 33 68 80 49 47 037-.L46- 59 10a
34 3 4 4 3D B 5 5 36 7 7 44 9 1 6 5 62 6
4 401 40 136 35 62 62 45 142 76 1 89 155 152 1 97 1114 70 67 136 160 9B 93 4 40 52 64 82 115
34 22 41 48 30 28 12 -- 22 27 35 49 DATE: 10/26/2017
9 2024 23 21 39 46 29 27 55 64 42 37 0 7 66 SCALE:NA
SECTION GH 8 23 27 -- -- 2B 33 21 19 34 0 25 23 44 1 3 30 61 72 46 42 4 4 DESIGN BY:PPMF
6 30 36 23 2 37 44 28 25 46 53 1 59 6 43 40 62 96 6 5 37 45 5 7 9
4 40 40 34 31 56 62 42 38 66 80 51 47 88 103 65 60 123 144 91 84 4 38 47 57 74 103
SHEET DRAWING N:
5 OF 13 17-666
ASSOCIATION:
TYPICAL 5ECTION5 G.F AND I
AND ANCHOR 5CHE �TDULE 1 V . A ..S . A
-� 1/1 B NATIONAL APPROVFD 5HUTTER
A550CIATION L.L.C.
1/1B rr as SECTION I
a
RECESSED MOUNT 8717 NW 117 ST,5TE 1
a°y SILL ONLY HIALEAH GARDENS,PL 33016
#10X3/4' TEKS ''i Tel.:(78G)621-6706
eq AT le 0c I".(78G)62I-G708
�- Mm WWW.NA5ASHUTTER.COM
m "'_1 :'.¢r:C".rte vs.•;,,•a,,.• •..
SECTION G -ry PRODUCT
- .. ANCHORS TYPE
ADJUSTABLE MOUNT]
EDGE CLEARANCE(EC) A, B, C OR B 5UPERNOVA
SILL ONLY INTO CONCRETE=4'(3000 PSI CONCRETE) SPACER AT 48'OC
W3 I INTO WOOD-2 1/2`(WOOD 56,0.55) IEC)
LL
APPLICABL
lNTOMETAL<2`lf."G9.iGN1R.tOtA57MA965R1l.) CLEARA
EDGE CONDITIONS FROM ATABLE AI ACCORDION
tNCE LARGE*SMALL
3 1
$ tMPAGRD RATED
d•+ .,..,�.. ,...t+rd .��t
(ED) EDGE
STANDARD LOCATION 2 ALTERNATE LOCATION DISTANCE
ANCHORS SPACED ANCHORS SPACED
AS PER SECTION G AS PER SECTION G1 EN6lNEERlN6.
ON TABLE BELOW
(ED) ON TABLE BELOW ENGCO INC.EaDME 5595 +aellc
�fft(IEE + 01
1/1B DAVIE. FL.: DR. 14
i DAME, PL.:333{4
L —ALTERNATE (ED) P Tel..(954)585.0304
II"--EDGE DISTANCE ~ i AT dUln ENGCO(�AOL.COM
SILL ONLY
ANCHORS DESIGNED 4aeeN
AS PER SECTION F ;4
y ON TABLE BELOW : NO.52609
4
17; STATE OFt$
nV `
(ED) EDGE
DISTANCE
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON 6:gmeedo-
SHEET 11 FOR ANCHOR TYPE Pedro De Rgueirrdo PE 52E09
MAXIMUM ANCHORAGE PRES RE (PSF) BASED ON 5 P A C I N G IN INCHES ON CCNTER
ANCHORAGE SPACING 162 132 84 60 1 162 132 108 84 60 MIAMI DADE APPROVALe
A B C D A 8 IC D A. D I C ID I A IB IC ID A B C D s E E E E E
1 — 20 - 5 - 27 3 4 26 16 - 21 26 33 46
-- 22 - 23 27 - 8 33 20 20 36 43 25 5 51 6Q 35 35 2 23 28 34 4 62
SECTION G 8 8 33 20 35 41 24 2 SO 30 29 6 64 38 38 76 9Q 53 53 8 34 4 51 6 4
6 3 40 126 2 46 54 32 32 1 56 67 139 13973 6 51 SO 2 1 0 6 40 56 68 88 123
40 40 39 39 62 62 48 48 85 193 159 159 1 1091124176 175 153 160 106 105 4 40 59 72 93 130
1 2 34 1 r40
3 42 -- 25 1 23 3 5 6 2 40 93 1 55 16 35 3 3 66 95
SECTIO S 381140 20 46 56 25 34 57 69 30 41 73 88 39 53 102 223 54 T4 d 7d
6 O B 4 40 30 62 6 3 50 5 45 62 09 24 58 9 53 0 81 111 4 24
6 40 40 40 62 62 44 62 93 93 60 Be 124 124 77 iQ6 164 id8 48 6 4 6 3 16 DATE:It7/26/201T
4 40 40 40 62 62 62 62 93 93 90 93 124 124 1116.1241 160 160 160 160 4 40 62 93 124 160 5CALE:NA
DE5IGN BY.PPMF
SHEET DRAWING N:
G OP is 17-666
A550GATION:
oRlzoNrA�
JAM ND.CORNER J N . A . S . A
OPTIONAL NATIONAL APPROVED SHUTTER
SEALANT
ASSOCIATION L.L.C.-
MIN. t3) ANCHORS
ANCHORAGE TO V L 'SECTION TYPE A, B, C OR 8717 NW 117 ST,5TE I
IS NOT NECESS ; 4' PROMS ENDS CTION J I HIALEAH GARDENS,FL 33018
W OUNi AND ONE AT MIDDLE JAMB Tal.:(786)621 6706
y INSET MOUNT Fax:(786)621-6708
L.;-.4vi? NNuW.NA5ASHUTTER.COM
^�a (X2) #10X1 SDS IA
9,9A TOP AND BOTTOM PRODUCT:
TRACKS
i DIBEBLNf ;
lA 5UPEVA
DmDPARALUO UM
I4 a ACCORDION 5MUTTER
f LARGE 4 SMALL
I� > N7o IMPACTED RATED
I� o o
-[f aNmo ENGINEERING,
`TOP a BOTTOM TRACKS ENGCO INC. CAW IG
5595 ORANGE DR.201
DAVIE, FL. 33314
Tel.:(954)585-0304
I ENGCO®AOL.COM
1H
ANCHORS TYPE f� o`�CEas�Fj sy
A, B, C OR D 4 �O
�- SPACED AT 24'DD * No.*609 *_
2
<ED) EDGE + SATE OF `
JE- DISTANCEsECTI N J2 DR%bNAL
BUILT-OUT MOUNT21 OR L1#10X3/4' SS SMS OR EmmawSeat
IA 3/16' POP RIVETS Pedro De Mgue:redo-PE 52609
SPACED AT 24'DC
MIAMI DADeAPPROVAL:
cw
N
DATE: 10/26/2017 i
SCALE:NA
7 OR 7A DESIGN BY.PPMF
'7
1B ID C19) PUSH BUTTOM LUCK
LOCATED ON ACCORDION
INTERIOR OR EXTERIDR SIDE
SHEET DRAWING#:
70F 13 17-666
A55oaxnON,
TYPICAL HORIZONTAL 5ECTION5 ,
HD LOCK 5ECTION5 L N . A'. S . A
NATIONAL APPROVED SHUTTER
A550CIATION L.L.C.
8717 NW 1 17 ST,STE I
HIALEAH GARDEN5,FL 33018
NOTE:SHUTTER CTVT BE LOCKED FROM w Tel.:(786)621-670G
INSIDE OR OUTSIDE BY PLACING LOCK $ Fax:(786)621-6708
INSIDE OR OUTSIDE A5 REQUIRED. a 'ga� LOCK gl pE 5ECLTION WWW.NA5A5HUTTER.COM
f-Q '•�a�I CL05E POSITION PRODUCT.
5m
"La �.� SUPERNOVA
EXTRUDED ALUMINUM
L ACCORDION SHUTTER
LARGE�SMALL
IM?ACTED RATED
ENGINEERING:
`N ENGCO INC. a.eilc
L L 5595 ORANGE DR.201
lB LB DAVIE. PL. 33314
Tel..(954)585-0304
BA ENGCO®AOLCOM
8
e1 air DE F1
COMMERCIAL MORTISE LOCK W/
F�
EXTERIOR KEY OR THUMB TURNO
AND INSIDE THUMB TURN ANCHORS TYPE No.52609
INSTALLED ON SHAPE 8 A, B, C OR D *{
SPACED AT 24.13C A
ST TE OF ty a
ALTERNATE 5FCTI6N L 1p i v,
LOCK BLADE WITH Rio
5ECTION L 5TARTER BLADE SECTION A
OPEN P05MON Dss/ AL
LOCK BLADE SECTION L �dfNi S+Iy' Nie
...•
2 2 L-•� -A En met Sol
1. Pedro De figuaredo-PE 52609
MIAMI OADE APPROVAL:'
a '
N
G 8A
8A� 8
8 lJLB
DATE: 10/2GI2017
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DE51GH BY:PPMF
AND INSIDE THUMB TURN
L COMMERCIAL MORTISE LOCK V/ L INSTALLED ON SHAPE 8
Lg EXTERIOR KEY OR THUMB TURN IB
AND INSIDE THUMB TURN SHEET DRAWING#:
INSTALLED ON SHAPE 8 8 OP 13 17-666
A35OCIA'nON:IZO '
ImATe LOCK gf NTAL
N . A'. S . A
LOCKING PINS APPLICABLE RATIO
NALAPPROVED 5MUTTER
ONLY AT OPEN POSTi13N
1 TO SECURE STACK ASSOCIATION LLC.
8717 NW 1 17 5T.5TE I
7A HIALEAH GARDENS,FL 33018
N Tel.:(78G)G2I=VOG
Fax:p86)621-6708
NOTE:SHUTTER CAN BE LOCKED FROM WWW.NASA5HUTTER.COM
INSIDE OR OUTSIDE BY PLACING LOCK Z N ON M PRODUCT:
INSIDE OR OUTSIDE AS REQUIRED. 01 LADE 9E N
HQ�f c r(oN 7A SUPERNOVA
i y - 4 EXTRUDED ALUMINUM
W ACCORDION SHUTTER
N
LARGE a sMAu
IMPACTED RATED
ENGINEERING:
ENGCO INC. ge11C
mm 7 OR 7A 7 OR 7A 5595 ORANGE DR.201
7 OR 7A
DAVIE, fL. 33314
I Tel.:(954)585-0304
)H� l/4-20%3/4-THUM.SCREW ENGCO®AOLCOM
LOCATED ON ACCORDION
INTERIOR DR EXTERIOR SIDE �un."�.iy
DRILL AND TAP OPPOSITE 1/4X1 1/2 PULL F 06
61 31 BLADE TO RECEIVE SCREY INSIDE OR OUTSIDE ,r �. DE r'lG�i�•y
(19) PUSH BUTTOM LOCKC Eke +{T�
LOCATED ON ACCORDION �INO.52609INTERIOR OR EXTERIOR SIDE
ALTERNATE SECTION M I
LOCK evwE Wrm 3T TE OF
�i
SECTION ION STARTER GLADE SECTION ,t0�, H iMp1�
ANCHORS OR ••"�4Q�°�i•t
7 OR 7A A.
SPACED AT 24'OC
Engineer Seal
Pedro De figuaredo-PE 52609
7 OR 7A IA QI6E014R� MIAMI DADA APPROVAL:
cu
�y 7 OR 7A
Ltly�
L
l8 PUSH MUTTON!LOCK 7 DR 7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE: 10/2612017
SCALE:NA
DESIGN BY:PPMF
1 1
1B L� LB
SHEET DRAWING N:
9 OF 13 17-GGG
A550CIArON,'
TYPICAL HORIZONTAL 5ECTION5 A p
5TD �T LOCK 5ECTION5 N .L V . t�. S .A
NATIONAL APPROVED SHUTTER
ASSOCIATION L.L.C.
8717 NW 1 17 ST.STE I
HIALEAH GARDENS.FL 33018
NOTE:SHUTTER CAN BE LOCKED FROM Tel.:(786)621-6706
ISECTION N N51DE OR OUT5IDE BY PLACING LOCK Pax:(786)621-6708
INSIDE OR OUTSIDE AS REQUIRED. a LOCK BLADE 5eH^W�+SHUTrFR.COM
y ssg W CLOSE P05RION PROOUCT;
J_
�a SUPERNOVA
EXTRUDED ALUMINUM
a y ACCORDION 5HUTTER
LARGE t SMALL
IMPACTED RATED
n ENGINEERING.
c ENGCO INC. Ge11G
1 L 5595 ORANGE DR.201
1H LB DAVIE..PL. 39314
22A Tell L954)585 0304
ENGC0@AOLCOM
6� 22p�aaii
22B ISO
DE F/�
aa �
C No.52609 O B
ANCB,RC DRPE '��
SPACED AT 24'11C �0 STATE OF <y
ALTERNATE SECTION N I �'�»>>A o R 1 s'
OCK
SECTION N LBLADE WITH
LOCK BLADE 5ECTION STARTER BLADE 5ECnON lA F'ws.,s,/ NAL�.�.
OPEN POSITION ElGFL1®Yf
3 2.15 Engmeer Seat
Pedro De hguelredo-PE 52609
• MIAMI DADS APPROVAL•
ca
N
� J
22A I 22
1
1B 22B
22A DATE: 1.012612017
22 SCALE:NA
DESIGN BY:PPMF
l 1
IB IB SHEET DRAWING q:
10 OP 13' 17-666
A5500AnON.
TYPICAL BLADE A55EMBLY
BILL Of MATERIAL5 N . A . S . A
13 NATIONAL APPROVED SHUTTER
I?EM DESCRIPTION. MATERIAL UIMANUFACTURER A550CIATION L.L.C.
12 13A I DE 6 6 - U N..AS.A.
16 0.19 "I A !TARTER BLADE 6063-T6 ALUMNUM N.0.5.0. 8717 NW 1 17 5T.5TE 1
wt.- IB COMPOSITE BLADE 6063-1'G LE)" N.A.5.A.
1 C FLOATING STACK BLADE 6063-TG ALUMINUM NA5.A. HIALFAH GARDENS,FL 33018
20 14 2 CEIING TRACK 6063-T6 ALUMINUM N.A.5.A. Tel.:(786)621-6706
16 1 / n 3 1 1/112'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A. Fax:(786)G21-6708
/ 3A 2'WALL MOUNT 7RAC 6063-T6 ALUMINUM N.A.5.A. WWW.NA5A5HU1TER.COM
14 18J 4 'A'TRACK 6063 TG ALUMINUM N.A.5.A.
5 RECESSED TRACK 6063-6 ALUMINUM N.A.5.A. PRODUCT: ,
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.S.A.
6A ADJUSTABLE MALI! 6063-T6 ALUMINUM N.A.S.A. 5UPERNOVA"
7 UNIMATE LOCK BLADE W LP 6063 TG ALUMINUM N.A.5.A. EXTRUDED ALUMINUM
HEADER 7A UNIM•ATE LOCK BLADE 1V LP 6063-T6 ALUMINUM N.A.S.A. ACCORDION SHUTTER
0,14 B HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. LARGE 6 SMALL
8A D-MALE BLADE 6063-T6 ALUMINUM N. 5.A IMPACTED RATED
iv 13-!10X3'HH 85 HD ADAPTOR FILLER 6063-TG ALUMINUM N.A.5.A
BLADE SCREW 9 1•JAMB CL05URE 6063-TG ALUMINUM N.A.S.A.
410 STAINLESS STEEL 9A 2'JAMB CL05URE 6063-T6 ALUMINUM
10 114-2X ANGLE 6063-T6 ALUMINUM N.0.5.A.
I 1 1/8-2X ANGLE 6063-76 ALUMINUM NA.5.A. ENGINEERING:
0.19 12 WH CARRIER PIA 5TEEVMON N.A.S.A. ENGCO*INC. cAe11c
BILL 13 810X3'HH BLADE SCREW 410 STAINLESS STEEL N.AS.A.
13A MI OX2•H LADE SCREW 41 O STANLE55 STEEL N.A.5.A, 5595 ORANGE DR.201
14 0.44'MAM.FLAT WASHER STAINLESS STEEL N.A.S.A. DAVIE, PL. 33314
Is 0.46.0 x 0.93•BUSHING NYLON N.A.5.A. Tel.:(954)585-0304
16 0.40 0 x 0.65'WHEEL BUSHING NYLON N.A.S.A. ENGCO®AOL.COM
19 PUSH-BLULTOM LOCK
141B 14 20 1/2N 38•WHEEL 5PACER NYLON N.A.S.A. SOO�Mw.yti
ISjr 16 �r 21 I/IG-1X2 1X2.5 IXA 1.5X3ANGLE3 G063T5 ALUMINUM N.A.5.A. �Olt* DE F/q,
G7IM Q 14 22 STD FEMALE LOCK BLADE 6063-TG ALUMINUM N.A.5.A-
13
.A.5.A13 13A13A-810X2•HH 22A STD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A r4 �1 C EkgF 4
29D 5TD LOCK KEEPER 6063-T6 ALUMINUM N.A.S.A. d Q �•S
41BLADE
BTAINLE55 STEEL SCREW No.52609 ?
o,Spm
.4 m
SATE OF t4F=
0.4 0 0.390 ;0 R 0 gA 0'.'`{���
0.20 0.390 ; 0.44 0.03NAL
d-r c d o 10
o.310 f��►l� 0 14-0.03'X 0.44'0 En4yneer Seal
c�j�����(J)\J c i `�/-r d 5TAINLC55 STEEL - Pedro De Figue:cd0-PE 52609 f
dJ.--11=/1 c d L FLAT WASHER je
E i
O.5050 l6-•46.0 X.65" 15-.46.0 X.93' EMB E.D. MIAMI DADE APPROVAL:
NYLON WHEEL BUSHING NYLON BUSHING INTO 3000 P51 CONCRETE 1.75 3.0
20-1/2.0 X 0.36' CON INTO 2700 PSI CONCRETE I 75NYLON WHEELN INTO CSPACER
14EL LCON INTO CONGRETE BLOC I.25
B 14-20X I ALL POINTS SOUD-5FT INTO 3.0 K51 CONCRETE 0.875 -3.011
B I 14-20X I ALL POINT5 5010-5ET INTO CONCRgE BLOCK 0.875 3.0 j
12-WHEELCARWER D I/4'-14 5ELP ORILUNG SCREWS INTO 1/8°5TEEL OR ALUMINUM - 0.75
STAMPED 55 WITH E 1/4"GRtTE-FLEX 554 INTO 3000 PSI CONCRETE 1.75 3.0
NYLON_WHEELS E 1 I/4°CRETE-FZ S54 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE: 10/26/2017
�sNA
NOTES, ED:mGGDMENrSALLSHALL DBEI10 LUAU.DRESSING SCALP:B
e14e:en+BmlLENr SHALL BE meroNo wau DRrssIND DESIGN BY:PPNIF
ID lµ'TAPCDN.1/4'CREWUM A 14 WOOD SCREWS CAN BE USED IN RLRAGC OF 114'LAG SCREWS
5HEE.T DRAWING 111:
I I OP 13 17-GGG
1
SHUTTER COMPONENTS ASsoclAnoN,
4.Sfi 3.92 N • A • S• A
4.54 4.OB 3.23 0.46
4.09 Po 1.24 1.99 a 61 Z e5 NATIONAL APPROVED SHUTTER
Q Mid
ASSOCIATION L.L.C.
0.97 I o 0
L00u o d d a 8717 NW 1 17 ST,STE 1
c 3.2t Py d d HIALEAH GARDENS.FL 33018
1.23 1.48 Tel.,(786)621-6706
a n 1 B.COMP051TE 2.04 Fax:(786)621-6708
ALUMINUM/LEXAN BLADE IMNW.NASASHUTTER COM
1-0.05'ACCORDION BLADE d ci LEXAN POLYCARBONATE APPROVED 7A-UNIMATE W/LP 1.45 a AS PER NOA 13-0717.01 7-UNIMATE W/O LP LOCKING BLADES 1141,
XL102UV NG BLADES PRODUCT:
I A•STARTER B E _
J31 �r 5UPERNOVA
4.61 �1.83� t 77 a 51 51S N m 005 �i EXTRUDED ALUMINUM
by -3 o d ACCORDION SHUTTER
4.08 d LARGE 4 SMALL
0.86
n m IMPACTED RATED
-.TJ7 t
85-ADAPTOR PIER
I C-0.05•FLOATING STACK BLADE 0,63 N N N m oUSE WITH 8 AND 8A
17 c ENGINEERING:
RG 2.INSET TRACK W/RG UPPTIONAL d &DD ENGCO INC. cA611G
HEADER/SILL MOUNT "a 64 5595 ORANGE DR.201
0.08 8A-MALE HD 0.08 a 60 DAVIE, PL. 33314
0.13 2.1-INSET TRACK W/O RG Tel.:(954).585-0304
ALTLW14iE fAIX HEADER/SILL MOUNT 8-FEMALE HO
LOCKING BLADE ENGCO®AOLCOM
Om�Pl� �{�' LOCKING BLADE
AWLIGII11.E TO I 3.83 R 9 �yW�•►y�y�
TRAM 3,3,l � '` °1 5-RECE55ED TRACK r`' DE Fl, �.
3A AND 3A I �' n SILL MOUNT ONLY
"s + a6o z.el a�4.44CE)ys / a
a 10 eN, 0 406 a 77 ' No.526009,
2.83
2.41 d 0.86 f.65
T- � = __��-�- n a 79 d1 �S•p�.o SATE OP d N.
+ o o.07 L a a6 0 R 10 ���0'
RGTIONAL S ^ 9&HD JAMB CLOSURE o 'ly�s
gat3M 2•BUILD-Our TRACK d d d T ONAL �' P
1
.�``
C5 0.86 MWE 151LLMOUNT a c .u►"`
OR
7 0.61 1 RAIN GUARD(RG)TRACK W/O _ �pNE G BE STO 22A-LOCKMALESM BLADE 228-LOCK KEEPER INSERT 9-I•JAMB CIDs� N Erglneer Seat ,
3-1'//k buu-OUT TRAc BPTI WAL p Pedro De tiguaredo-PE 52609
11FADER/SILL MOUNT
0.125 MIAMI DADE APPROVAL:
0.25
3.I-I.//k BO TRACK WIO J L� 9A-2'JAMB CLOSURE
RAIN GUARD(RG) 2.43 2,07 0-09 _I f
#.7
T
.4 e.6
d S E � � 21-1/16•THICK ANGLE3 000 6063-TS ALUMINUM ALLOY
0.83 a,ri pj uj SIDE CL05UM USE ONLY
Z 61 0.75DATE: 1 0126/2017
- 07 3.36 N SCALE:NA
6-ADJUSTABLE FEMALE HEADEWUSTABLE MALI!51LL MOUM .0DESIGN BY:PPMF
HEADER/SILL MOUNT5HEET E)RAWING' ANGID-1/4'THiCKANGLES 1. OR 1.5'-� 12 OP 13 17-GGG
063-T6 ALUMINUM 606&T6 ALUMINUM ALLOY
ASSOCIATION:
SECTION X N A . S . A
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE NATIONAL APPROVED 5HUTTFA
BETWEEN WOOD TRU55E9 A55OCKTION L.L.C.
8717 MW 1 17 5T,5TE I
HIALEAH GARDENS,FL 33018
Tel.:(786)62 I-6706
0.63 0.62 Fax:(786)621-6708
1.25 1,25 1,25 I^ S•00� WW
1 WNA5A9HUTTER.COM
--1.- N PRODUCT:
(4 PER RAFTER) —7-
1/4'X 2 1/4 FH TAPCONS 1 d SUPERNOVA
WITH 2' MINIMUM i/4'X5'6053-T6 ALUMINUM PLATE
PENETRATION INTO WOOD BRRUDM ALUMINUM
ACCORDION 5HUTRR
LARGE i SMALL
' ��+- -5.00� IMPACTED RATED
m 1/4'X5' OR 1/8-XS' 6063-T6d� ENGINEERING.
F 2,2A ALUMINUM PLATE SECURED TO
RAFTERS AT MAXIMUM 24' OC ALTERNATE TOPLATE ENGCO INC. ,,,.,..
SEE TABLE BELOW FOR SHUTTER IM%2X5'6063 TG ALUMINUM ANGLE cu5595 ORANGE DR.201
W cpm SPAN & PRESSURE
_ DAVIE, PL. 33314
J- 1/4'-14X 2' SELF DRILLING SCREWS Tel.,
(954) OL.C.OM 4
Q Q SEE SHEET 5 MOUNT TYPE D
tti4555 ANCHOR TYPE D FOR ANCHOR SPACING
0�. '4a.��I
I 1/1B DE F1
EIyBF��=
�{.-- 5 00� � No.52609cu
=
cu
STATE OF tV
dT 1/8°X5'6063-T6 ALUMINUM PLATE ��� .41 0 R
ALLOWABLE DESIGNED PRESSURES ALLOWABLE DESIGNED PRESSURES sS lffi. E.0
POR5ECTIONXWIM I/4'ALUMINUM PLATE POR SECTION XWLTH 1/8'ALUMINUMMATE, • M��/.I
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DE51GNED
SPAN PRESSURE P5 SPAN PRE55URE PS ccuuI I t0
IN BLADE I BLADE 15 IN BLADE I BLADE 15 -:T-
Go
'T Engineer Seal
60 1159 t159 60 t99 199 T
72 t 132 t'132 72 t82 t82 ALTERNATE TO PLATE o Pubo De P:gwarcdo-PE 52609
84 =115 t 1 13 84 t7 I --7 I I/8%(2°X5"6063 T6 ALUMINUM ANGLE
vi MIAMI DADC APPROVAL:
90 "_-106 tI06 90 tGG t66
108 t 88 ± 88 108 t55 1:55
126 t 68 + 68 126 +•47 t47
132 :t 62 + 61 132 t45 +45
144 +48 -52 1+45,-47 144 t41 t41
162 +30, 40
+28,-33 162 t30 1+25.-30
NOTE: 1-LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES
DATE: 10/26/2017
SCALE:NA
DESIGN BY:PPMP
SHEET DRAWING#:
13 OP 13 17-666